Rapid Assessment of Concrete Resistance to Physical Sulfate Attack: Effects of the Binder, the Water-to-Binder Ratio, and the Entrained Air

Concrete surfaces in the evaporation zone above sulfate-rich soils are subject to severe damage from scaling. Such a physical sulfate attack (PSA) on concrete is a consequence of a cyclic regime between hot-dry and cold-wet environments, during which sodium sulfate crystals expand within the porous media (binder matrix or aggregate) and exert high pressure on the pore walls. Currently, no accepted standard exists for evaluating the resistance of concrete to the PSA phenomenon. In this study, an accelerated physical sulfate attack test protocol was used to determine the effect of blended cement and water-to-binder ratio on concrete resistance to PSA. The testing included a preconditioning protocol for presaturating concrete specimens in a 10% sodium sulfate solution for 15 days, with heat-drying specimens at 50°C before and after immersion. Specimens were then partially immersed in a 10% sodium sulfate solution and subjected to a cyclic regime composed of hot-dry [40°C, 30% RH] and cold-wet [8°C, 85% RH] conditions for 19 h each, separated by a 4-h transition at room temperature. Silica fume (GUb-SF), limestone (GUL), and slag (GUb-S) blended cements were used and compared with general use (GU) cement. A fifth binder (GUL-GP) contained 20% glass powder as a partial replacement of the limestone—portland cement was also used. Three different water-to-binder ratios were used for each binder: 0.35, 0.45, and 0.55. As expected, mixes with lower water-to-binder ratios showed the best performance against PSA, i.e., the lowest mass loss after 15 cycles of exposure (30 days). GUb-SF cement improved the resistance of mixtures with a high water-to-binder ratio compared to GU mixtures. Contrary to silica fume and slag, limestone reduced the resistance of concrete to PSA and showed the highest rate of visual damage for all water-to-binder ratios.